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Home My WebLink AboutPP - 12214 45TH AVE S - RONDOS RESIDENCE - PERMITS AND PLANS12214 45TH AVE S ASSOCIATED PERMITS 16-S-050 D15-0226 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 017900-0693 Site Address: 12214 45TH AVE S, TUKWILA, WA 98178 Suite Number: n/a Floor: all Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: RONDOS, SAM Mailing Address: 10816 - 42ND AVENUE SW. SEATTLE WA 98146 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ben Bernard Day Telephone: 425-271-5598 Company Name: Moore Fire Protection Mailing Address: 14401 Issaquah -Hobart Rd SE ste 201 Issaquah WA 98027 City State Zip E-mail Address: Ben@moorefire.com Fax Number: Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 15 Valuation of Project (contractor's bid price): $ 4250.00 Scope of Work (please provide detailed information): Installation of an Automatic Fire Sprinkler system in a new single family residence. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: Print Name: Day Telephone: Plan Permit Ann doe 5/27/14 TF11 FP Form R 2 - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit lb -S-ow PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:R--6-'5 b 0 Type of Inspection: �^ �j�17( f /� n/ Address. Suite #: CZZ jQ"4-54't` . Contact Person: Special Instructions: Phone No.: I 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 5 „/kc.€ -,a_ ,�> Nb -r ii-Pe►kv1- 6 i i i ff./ 4 )yz t N iu (;42- yteo-) of o -t -v-- S T*f a- ci - E0 It2- (71 k•J IS 4,-/4-u..- 04-f"-. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f/ c--4- Date: 2k_444/ His.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 V INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit T15- — OZz4 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: owe Ty of Insp ctio dico ‘.0 e.,.--- Address:kie / Suite #: /n-/V�47 gyL 5. Contact Persot Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: /D;o5- ,4� s� �.�'e 6. �' o -- GvAl J lei— �71- a /. cis' Permits: Occupancy Type: a,%/0 -- Ze 34-1�1:0- � �� ,- 41e, i� c�/d .-- /447 Aci e`7-7 Si/.e ' _.--2--'- A7, -e, Wie,4 A-0:10, 6wt-7.1We` Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector:li 13/43 Date:`4/f946 Hrs.: Z 0 / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 -71: INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1Q 1/.1 Dos��Type of Ins . ona�� a ✓vCi fif rt Address: Suite#:/7- �� j'�j/��. Contact Person:f� I Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sterni 1cl un, Pi.o9'v nifffzdvb-3 Needs Shift Inspection: ,p Sprinklers: Date: 3 f Fire Alarm: tfe3 I Flood & Duct: Monitor: Pre -Fire: Permits: Occupancy pe: _ r Inspector:' 4— Date: 3 f /, -7...- Hrs.: I $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit o 9.6 6 - s — 656 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: o v✓ `D (� .� Sprinklers: Typej�vers ZACf Inspection: , b " co 0700 Address: AD a / q Suite #: ei5-f--1-/ Contact Person: Occupancy Type: Special Instructions: Phone No.: _clapproved per applicable codes. nCorrections required prior to approval. COMMENTS: Qu C161- — ems' , dte OK - Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:^ (---7 Date: /%/jeb. Hrs.: X100.00 REINSPECTION FEE REQUIRED. Yo II receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 ERE FIRE PROTECTION RONDOS RESIDENCE NFPA 13D SFR DESIGN 12214 45TH AVE S TUKWILA, WA 98178 HYDRAULIC CALCULATIONS & MATERIAL SPECIFICATIONS 14401 Issaquah -Hobart Rd. Suite 201 (425) 271-5598 State Contractor's License Issaquah WA 98027 Fax: (425) 369-6899 # MOOREFP116NP Hydraulic Overview Job Number: Rondos Residence Report Description: Residential 2 Head Calc Job Job Number Rondos Residence Design Engineer Ben Bernard Job Name: --- Rondos Residence Phone — 425-271-5598 FAX -- 425-369-6899 Address 1 12214 45TH AVE S, TUKWILA, WA 98178 State Certification/License Number MOOREFP116NP Address 2 AHJ TUKWILA FIRE MARSHAL Address 3 Job Site/Building Rondos Residence System Density 0.050gpm/ft2 Area of Application 648.00ft2 Most Demanding Sprinkler Dale 4.9 K -Factor 16.97 at 12.000 Hose Streams 0.00 Coverage Per Sprinkler 324.00ft2 Number 01 Sprinklers Calculated 2 System Pressure Demand 39.425 System Flow Demand 34.15 Total Demand 34.15 @ 39.425 Pressure Result +110.569 (73.7%) Supplies Check Point Gauges Node Flow(gom) Hose Flowlaaml Static(psil Residual(psi) Identifier Pressure(psi) K-Factor(K1 Flow(gpm) 1 8000.00 150.000 20.000 9 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Tracy Moore SePct3l oorFie Protection MOOREFP116NP -xj1(rk(� 17xpiras Slynoture Date 12/31/15 A ENG_ 20160307_Rondo_DWG _Work.cad Supply at Node 1 (8000.00, 0.00, 150.000, 20.000) 200 — 180 160 O 140 Static Pressure 150.000 \, 120 6 .y a = 100 = 0 = to = 80 li _ 60 15 @ 39.425 =System 20 demand curve I 0 11111111111111111111111111111111 111111111 111111111 111111111 111111111 art 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm at 41 \A C o rAn L... . d A..L.Coo1NI VtOt %too ..o 4 44 AO /AO Mr. C O.COS)C AAA O 4 111 Hydraulic Summary Job Number: Rondos Residence Report Description: Residential 2 Head Calc Job Job Number Rondos Residence Residence Design Engineer Ben Bernard Job Name: Rondos State Cenif tion/LIcense Number MOOREFP116NP Address 12214 45TH Address 2 Address 3 AVE S, TUKWILA, WA 98178 AHJ TUKWILA FIRE MARSHAL Job Site/Building Rondos Residence — -- - - Drawing Name ENG_20160307_Rondo_DWG_Work.cad System Remote Area(s) Most Demanding Sprinkler Data 4.9 K -Factor 16.97 at 12.000 Occupancy : Job Suffix Residential Manually Flowing Hose Allowance At Source 0.00 Density Area of Application 0.050gpm/ft2 648.00ft2 Additional Hose Supplies Node Flow(apml Number OySprinklers Calculated Coverage Per Sprinkler 2 324.00ft2 AutoPeek Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 I I Total Water Required (Including Hose 34.15 Alowance) System Flow Demand 34.15 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity 14.09 between Maximum. Velocity Volume capacity 22.95ga1 Above Ground nodes 1 and 52 Under Ground of Wet Pipes I I Vaowme capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual (psi) @ Flow Available @ Total Demand ' Required (gpm) (psi) (gpm) (psi) Safety Margin (psi) 1 150.000 20.000 8000.00 I 149.995 i 34.15 1 39.425 110.569_ Contractor Contractor Number MooreFire Contact Name ' Tracy V Moore Contact Title President Name of Contrectoe- Moore Fire __— -_ Protection -Hobart Rd SE WA, 98027 —F Phone - _--. _. 425-271-5598 Extension - Address 1 14401 Issaquah Address 2 Issaquah Address 3 FAX ' 425-369-6899 ---- E-mail • TracyVMoore@moorefire.com Web -Si . — , ts moorefire.com — — Summary Of Outflowing Devices Job Number: Rondos Residence Report Description: Residential 2 Head Calc Device Actual Flow (gPm) Minimum Flow (gam) K -Factor I Pressure (K) (psi) c> Sprinkler Sprinkler 101 102 16.97 17.17 c> Most Demanding Sprinkler Data 16.97 16.97 + 4.9 4.9 12.000 12.281 11e Node Analysis Job Number: Rondos Residence Report Description: Residential 2 Head Calc Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1t 101 102 S 10'-8'/, Spry 12.000) _ 11-7% Spr(-12.281) — 9 15 18 12'-1 T(5'-0) 10'-1 T(6'-11)_ 10'-1 i T(5'-0) -F 23 26 27 28 29 30 34 52 12'-4 T(5'-0) -3'-0 �9 0'-6 GIoV(-0.000) 0'-10 T, Tr(1-0) 1'-2 2'-6 BFP(-5.193), 4'-5'14 -3'-0 WMV- 2.578 39.425 34.15 12.000 ± 16.97 12.281 + 17.17 12.351 16.195 16.203 _r 12.272 + 28.673 26.783 4- 26.625 26.625 26.357 25.667 19.473 33.132 110 Hydraulic Analysis Job Number: Rondos Residence Report Description: Residential 2 Head Calc Pipe Type Diameter Flow Velocity K -Factor HWC Friction Loss i Length i Eq. Length i Total Length Pressure Summary Downstream Elevation Discharge Upstream Pt _ Pn Fittings GI Route 1 DR 1.1010 16.97 5.72 150 12.000 12.272 0.050231 7'-6% 12'-0 19'-63/.� Pf Pe Pv 0.983 -0.711 101 10'-81h 16.97 23 12'4 4.9 Sprinkler, E(7'-0), T(5'-0) BL 1.1010 18.98 6.40 150 0.061781 28'-10 19'-0 47'-1c Pf Pe Pv 2.956 0.975 23 12'-4 18 10'-1 12.272 16.203 2E(7'-0), T(5'-0) BL 1.3940 34.15 7.18 150 16.203 19.473 0.058007 8'-2'/: 6'-0 14'-21/ Pf Pe Pv 0.823 2.448 18 10'-1 15.16 34 4'-5Y. Flow (q) from Route 2 T(6'-0) FM _ 1.4080 34.15 7.04 120 0.083489 1'-11'% 1'-11% Pf I Pe Pv 5.354 0.840 34 4'-5% 30 Z-6 19.473 25.667 2f(-0.000), BFP(-5.193) FR 1.4080 34.15 7.04 120 0.083489 1'-4 1'-4 Pf Pe Pv 0.111 0.578 30 2'-6 29 1'-2 25.667 26.357 FR 1.2650 34.15 8.72 150 0.093080 0'-4 1'-0 1'-4 Pf Pe Pv 0.124 0.145 29 1'-2 28 0'-10 26.357 26.625 Tr(1'-0) FR _ 1.5050 34.15 6.16 150 0.039943 0'-4 0'-4II Pf I Pe Pv 0.013 0.145 28 0'-10 27 0'-6 26.625 26.783 GIoV(-0.000) FR 1.5980 34.15 5.46 150 0.029828 3'-6' 9'-00 12'-6 Pf Pe Pv 0.373 1.517 27 0'-6 26 -3'-0 26.783 28.673 E(9'-0) BL 1.5980 34.15 5.46 150 0.029828 53'-1 10'-0 63'-1I Pf Pe Pv 4.459 26 -3'-0 52 -3'-0 28.673 33.132 E(9'-0), cplg(1'-0), WMV(-2.578) BL 0.9950 34.15 14.09 150 0.299668 21'-0 21-0 Pf Pe Pv 6.293 52 -3'-0 1 -3'-0 _ 33.132 39.425 Supply, 0.00 Hose Allowance At Source 1 1 34.15 o Route 2 DR 1.1010 17.17 5.79 150 0.051317 0'-6 5'-011 5'-6 Pf Pe Pv 0.282 -0.211 102 11'-7% 17.17 9 12'-1 4.9 12.281 12.351 Sprinkler, T(5'-0) BL 1.1010 15.16 5.11 150 0.040764 46'-11'/x' 26'-0i 72'-11% Pf Pe Pv 2.974 0.870 9 12'-1 15 10'-1 12.351 16.195 T(5'-0), 3E(7'-0) BL 1.3940 15.16 3.19 150 0.012919 0'-7 0'-7 Pf Pe Pv 0.008 15 10'-1 18 10'-1 16.195 16.203 Ili Route 3 BL 1.1010 2.01 0.68 150 0.000969 7'-8; 19'-0 26'-8, Pf Pe Pv 0.026 -0.106 9 12'-1 23 12'-4 12.351 12.272 2E(7'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier / Actual Inside Diameter \ 4'87 = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter J Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Job Number: Rondos Residence Report Description: Residential 2 Head Calc Velocity HWC K -Factor Pt Pn Friction Loss Fittings Length I Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger pt RN Riser Nipple Pn SP Sprig pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22'/z Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ii Hydraulic Graph \Job Number: Rondos Residence Report Description: Residential 2 Head Calc Supply at Node 1 200 180 160 140 Static Pressure 150.000 120 2. 100 a) 2 a` 80 60 40 _34.15 39 425 7System 20 demand curve a 0—num !mum mum'iilii(((( (((((iii( 111111((( 111111111 IIi((iiia !mit i(i 9300 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm itiaraulm Goon Supply at Node 1 Slabs: Pressure 150.000 Reeare Pressure 20.000 @ 8000.00 Available Pressure at Tree of Test 149.995 @ 34.15 SyolerDecub - - - ---- 39.425 @ 34.15 SYeba Denn.ed (Including Mose Allowance at Source) — --- 39.425 @ 34.15 IN Flow Diagram (Isometric View) Job Number: Rondos Residence Report Description: Residential 2 Head Calc Family Room RISE 1" X 1'-0" TO VAULTED CEILING ABOVE. RISE 11/4" X 91-1' TO FLOOR ABOVE. z i1 11 RISER LOC, SEE DETAIL/T f1 11 11 11 0 1'/2" POLY UG CONTINUES APPROX. 36' TO 1" DOM/FIRE METER. Vault Ends Here ulted g Room. Vaulted Living Room MAIN FLOOR PLAN io -o SCALE: 1/4" = 1' - 0j Bedroom#3 Bedroom #2 RISE 11/4" X 9'-1" FROM FLOOR BELOW. Master Bed UPPER FLOOR PLAN SCALE: 1/4" = 1' - 0"i 10'-0 A LIST OF APPROVED PRODUCTS FOR USE WITH BLAZEMASTER CPVC PIPE IS INCLUDED WITH THE PRODUCT SPECIFICATIONS BOOKLET. FOR A COMPLETE AND UP-TO-DATE PRODUCT SEARCH, PLEASE GO ONLINE TO <http://www.lubrizol.com/CPVC/ChemicalCompatibilityFinder.html> CLOUD DENOTES: 2 MOST DEMANDING HEADS IN A SINGLE COMPARTMENT CALCULATED AT 18'-0" X 18'-0" SPACING. MIN. REQUIRED FLOW: 17 GPM PER HEAD. SYSTEM PRESSURE DEMAND: 1.10.4 PSI. EXCESS PRESSURE: 39.6 PSI. fr �I DSA Hon:, aag.06-575-4407 4O7 Ois this Fire Permit No. ::moi exact address for shut- s3ww fn Or. ntstarglArm tappaml HYDRAULIC SYSTEM. LOCATION: NO. OF SPRINKLERS: COVERAGE. PER. SPRINKLER: DESIGN DENSITY: RE FIRE PROTECTION, RONDOS. RESIDENCE 2 324 .05 AREA OF DISCHARGE: GPM DISCHARGE: RESIDUAL PRESSURE AT BASE OF RISER: STATIC PRESSURE: 648 34.3 110,4 150.0 MOORE FIRE PROTECTION 14401 ISSAQUAH-HOBART RD, ISSAQUAH, WA. 98027 (425) 271-5598 FAX (425) 295-1788 Without Comments A Per.i.he L- Atta hed .0l :.e8 The plans `11 'v ' ` °' viewed by, The 'I ikvvita Fire Prevention Bure!y.I ._ . ! 'nrmance with current City standards. subject to *;r`.'ors and orni5Sion, -1,,,otorhhe violations ,r adopted standards 3n_ %r _�f. :t..... I e respansibil ,, for the a , iu icy of de: a! :..,tally with•! the designer. nFer. dj ?, ,Ons; (Jeiett. ). I.5moi ? iy to these drawirKrzi safer this dat...i and Mil !`quer a resubmittal submittal of re i .:iJ sags for subsequent approval. Final acceptance is .sut ext to field test and Inspection by The Tukwila Fice P, ven4'on rsureau. )4.1.4ka t l et-1c•1o"- i f P C leolu , 147 aro trGti„t ) revA, ), • 6.I I MIN. R-7 INSULATION BATT. OVER PIPE SS IF BLOWN IN Mir6�➢'•. SPRINKLE'; BRANCH LINE ' —UNIT SPACEPENDANT SPRINKLER HEAD TYP. ATTIC INSULATION DETAIL SCALE: NONE11 PLUMBER TO LEAVE 11/4" MALE THREADED ADAPTER 1'-0" AFF AND 0'-6" FROM WALL. 9 P.m% 10 11 1 12 WET PIPE RISER DETAIL SCALE: NONE WET RISER ASSEMBLY LIST NO. ITEM 1 11/z" POLY UG RAN FROM NEW 1" DOM/FIRE METER 2 11/2" MAIN SUPPLY SHUTOFF 3 11/2" TEE SPLIT TO DOMESTIC LINE 4 DOMESTIC BALL SHUTOFF BY OTHERS 5 11/2" TYPE L COPPER PIPING BY OTHERS 6 11/2" APOLLO DC4A DOUBLE CHECK VALVE ASSEMBLY 7 1122" DYNA-THREAD PIPING WITH C.I. FITTINGS 8 POTTER MODEL VSR-SG FLOW SWITCH W/ RETARD 9 300# WATER GAUGE WITH 1/2"X 1/4" BUSHING 10 1" COMBINATION MAIN DRAIN INSPECTOR'S TEST 11 1" X 1/2" GALV. 45 PIPED TO EXTERIOR OF BUILDING 12 BROKEN SPKR. HD. TO SIMULATE SPKR. FLOW MAXIMUM SUPPORT SPACING. FOR CPVC PIPING PIPE SIZE: FEET 3/4" 1-1/4" 1-1/2" 2 5-1/2; 6 6-1/2 7 8 METER (1.7) (1.8) (2.0) (2.1) (2.4) Hanger No. 23. pipe Strap Wood Screw #18 x.1.5 Pipe Pipe. Strap ///// /'/// /'///. / / / /" Wood Joist or Beam Hanger FIG.# 28M Stand-off Pipe Hanger Pipe Wood Screw #18 X 11/2" Standoff Pipe Hanger -Wood Joist, Beam or Deck, TYP.FIG #23 CPVC HANGER DETAIL TYP.FIG #28M CPVC HANGER DETAIL SCALE: NONE SCALE: NONE AH,3: TUKWILA FIRE MARSHAL NFPA 13D (2013 ED.) SYSTEM DESIGN MAX. RES. PENDENT HD. SPACING 18'-0" X 18'-0" 324 SQ.FT. PER HD. TOTAL MAX. PARCEL NO. 017900-0693 LEGAL DESCRIPTION ALLENTOWN ADDITION TO SEATTLE LOT 4 EXC N 10.50 FT TGW ALL OF LOT 5; TGW LOT 6 EXC S 5:25 FT THEREOF (AKA PARCEL "B" CITY OF TUKWILA LOT CONSOLIDATION NO L12-020 RECORDING NO 20130222900001) NOTES: RESIDENTIAL SPRINKLERS ON THIS PROJECT ARE CALCULATED ATA MAXIMUM 18'-O" X 18'-0" SPACING UNLESS OTHERWISE NOTED. NO RESIDENTIAL SPRINKLERS ARE TO BE MORETHAN 9'-0" OFF WALLS. NO RESIDENTIAL'SPRINKLERS' IN TH `SAME COMPARTMENT ARE TO BE MORE THAN 18'-0" APART MAXIMUM. NO RESIDENTIAL SPRINKLERS ARE TO BE CLOSER TOGETHERTHAN 8'-0"' MINIMUM. ALL CPVC PIPE IS. TO BE SUPPORTED PER MANUFACTURER'S SPECIFICATIONS AND.IS TO: BE SECURED TO PREVENT LATERAL. MOVEMENT PIPE IS TO BE SECURED TO PREVENT SPRINKLER HEAD MOVEMENT ALL CPVC WET SYSTEM PIPING LOCATED IN ATTIC SPACES AND EXTERIOR WALLS SHALL BE PROTECTED FROM EXPOSURE TO FREEZING TEMPERATURES WITH BATT TYPE INSULATION (MIN.R-7) INSULATION IS TO PROVIDE ADEQUATE PROTECTION ABOVE / OUTSIDE, THE PIPING AND IS TO BE SECURED TO PREVENT THE ACCUMULATION OF INSULATION BETWEEN THE HEATED BUILDING CAVITY AND THE SPRINKLER PIPING. BLOWN. IN TYPE INSULATION IS NOT ACCEPTABLE FOR THIS. PURPOSE. ALL INSULATION AND ITS INSTALLATION IS TO BE BY OTHERS. MOORE FIRE PROTECTION'S WARRANTY OF WORK DOES NOT COVER ANY DAMAGE DUE TO .FREEZE RELATED PROBLEMS. PIPING IS. TO BE MAINTAINED AT40 DEG. MINIMUM AT ALL TIMES BY OTHERS. MOORE FIRE PROTECTION. SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE. SPRINKLER SYSTEM OR. ANY APPURTENANCES THEREOF' OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION,. TESTING AND MAINTENANCE OF THE WATER BASED FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25. 8.3 LOCATION OF SPRINKLERS 8.3.1: SPRINKLERS SHALL BE INSTALLED IN ALL AREAS WITH THE FOLLOWING EXCEPTIONS`: 8,3.2: SPRINKLERS SHALL NOT BE REQUIRED IN BATHROOMS -OF 55 SQ.FT: AND LESS, 8.3.3: SPRINKLERS SHALL NOT BE REQUIRED IN CLOTHES CLOSETS, LINEN CLOSETS, AND PANTRIES 24 SQ.FT OR LESS WHERE THE LEAST DIMENSION DOES NOT EXCEED 3'-0 AND THE WALLS AND CEILING ARE SURFACED WITH. NONCOMBUSTIBLE OR LIMITED COMBUS-i:IBLE MATERIALS AS, DEFINED IN NEPA-220. 8.3.4: SPRINKLERS SHALL NOT BE REQUIRED IN GARAGES, OPEN ATTACHED PORCHES, CARPORTS, AND SIMILAR STRUCTURES. 8.3.5: SPRINKLERS SHALL. NOT BE REQUIRED IN ATTICS, PENTHOUSE EQUIPMENT ROOMS, ELEVATOR MACHINE ROOMS, CONCEALED SPACES DEDICATED EXCLUSIVELY TO AND CONTAINING ONLY DWELLING UNIT VENTILATION EQUIPMENT, FLOOR/CEILING SPACES, ELEVATOR SHAFTS, CRAW;LSPACES AND OTHER CONCEALED SPACES NOT USED OR INTENDED FOR LIVING PURPOSES. 8.3.6: SPRINKLERS SHALL NOT BE REQUIRED IN COVERED, UNHEATED PROJECTIONS OF THE BUILDING AT ENTRANCES/EXITS AS LONG AS THE DWELLING UNIT HAS ANOTHER MEANS OF EGRESS. 8.3.7: SPRINKLERS SHALL. NOT BE REQUIRED FOR CEILING POCKETS OF 1.00 CUBIC FEET OR LESS WHERE THE FLOOR UNDER. IS PROTECTED. 8.3.8: SPRINKLERS SHALL NOT BE REQUIRED IN CLOSETS IN GARAGES AND EXTERIOR CLOSETS WHERE THERE ARE, NO DOORS OR UNPROTECTED PENETRATIONS INTO'. THE. DWELLING UNIT. 45TH AVE S 1"TAP 11/2" POLY UG 1" DOM/:FIRE METER SL PPLY' MAIN 0 RISER LOCATION SITE PLAN SCALE: NONE. PAID MAR 1C 21116 TUKWILA FIRE - 2f7o"" 3 e5-2 si DRAWING NO. U - Ll. 0 T—I Revisions Head Count LI) 1-1 0 160 DEG F 155 DEG F TYCO LFII RES. QR. WHITE CONC. SSP K=4.9 TYCO LFII QR. WHITE SEMI-REC HORZ. SW K=4.2 TOTAL HEADS FOR PROJECT: State license 1mo®mi.®nmos■ ummnom CO F LI N WI-rc ze JV ��_O pow 2((0 xwomUar z 0 2 cc Q w(91So0 CO 2 2 S. 0 4C Q ce E -- ca O Ni 00 ZCi CY ( H 1-4 O Q Ln co co r rn 0,6 N !r) N Ch �o �o Is1 E ln'Ua w ow .0 U' z C a U w ,-;(13 O. ink Parcel: 017900-0693 0 Lu O N Q < B. BERNARD C) MaLU